Infinite-contrast periodic composites with strongly nonlinear behavior: Effective-medium theory versus full-field simulations

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

卷:46

Article

Idiart, M. I.^1,2  Willot, F.^2,3  Pellegrini, Y. -P.³  Castaneda, P. Ponte^1,2 

[1] Univ Penn, Dept Mech Engn & Appl Mech, Philadelphia, PA 19104 USA

[2] Ecole Polytech, Mecan Solides Lab, CNRS, Dept Mecan,UMR7649, F-91128 Palaiseau, France

[3] DIF, DAM, CEA, F-91297 Arpajon, France

关键词: Porous media;    Reinforced composites;    viscoplasticity;    Homogenization;   

DOI  :  10.1016/j.ijsolstr.2009.05.009

来源: Elsevier

【 摘 要 】

This paper presents a combined numerical-theoretical study of the macroscopic behavior and local field distributions in a special class of two-dimensional periodic composites with viscoplastic phases. The emphasis is on strongly nonlinear materials containing pores or rigid inclusions. Full-field numerical simulations are carried out using a fast Fourier transform algorithm [Moulinec, H., Suquet, P., 1994. A fast numerical method for computing the linear and nonlinear properties of composites. C. R. Acad. Sci. Paris II 318, 1417-1423.]. while the theoretical results are obtained by means of the 'second-order' nonlinear homogenization method [Ponte Castaneda, P., 2002. Second-order homogenization estimates for nonlinear composites incorporating field fluctuations. I. Theory. J. Mech. Phys. Solids 50, 737-757]. The effect of nonlinearity and inclusion concentration is investigated in the context of power-law (with strain-rate sensitivity m) behavior for the matrix phase under in-plane shear loadings. Overall, the 'second-order' estimates are found to be in good agreement with the numerical simulations, with the best agreement for the rigidly reinforced materials. For the porous systems, as the nonlinearity increases (m decreases), the strain field is found to localize along shear bands passing through the voids (the strain fluctuations becoming unbounded) and the effective stress exhibits a singular behavior in the dilute limit. More specifically, for small porosities and fixed nonlinearity m > 0, the effective stress decreases linearly with increasing porosity. However, for ideally plastic behavior (m = 0), the dependence on porosity becomes non-analytic. On the other hand, for rigidly-reinforced composites, the strain field adopts a the pattern with bounded strain fluctuations, and no singular behavior is observed (to leading order) in the dilute limit.(C) 2009 Elsevier Ltd. All rights reserved.

【 授权许可】

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